支座

在构造措施上，提出用叠层钢板橡胶支座作为支承装置，用弹簧作为连接装置，将屋顶花园TMD支承在主结构上形成一个减震控制体系。

In the structure measures , it proposes the overlap sheet steel rubber abutment as support installment , the spring as junction device . They forms an absorption of shock control system by the roof garden TMD supporting on the main structure .

支座形式对结构的稳定承载力影响很大，为保证结构安全可靠，在实际工程中应尽量采用固支或接近于固支的支座形式；

The style of support abutment influences greatly on the stable structural bearing capacity .

桥面可以在氯丁橡胶支座上自由伸缩。

The deck is free to expand on neoprene bearings .

将元件装在沉重的钢制台面上，并将台面放在隔震支座上，即可满足这一要求。

This accomplished by mounting the elements on a heavy steel table placed on antivibration supports .

是一家现代化、得信赖的产品供应商，该供应商从事栏杆，护栏系统，梯式支座装置、式支座装置，钢梯的制造和销售

FEBRI ELEMENT offers Offers to Railing systems , Aluminium elements and Conservatories .

城市轻轨PC梁铸钢支座强度分析和实验研究

Experimental study on bearing of prestressed concrete beam for light railway

在Windows操作系统平台上，以VISUALBASIC6.0为开发工具编写相应程序，实现各典型管段的支座受力计算。

The program realized calculation support reaction of typical pipe segments on flat of Windows with Visual Basic 6.0 .

支座可以是弹性的。Toll样受体与动脉粥样硬化

The support can be elastic . Toll - like Receptors and Atherosclerosis

当连续跨数N≥5时，宜“隔端拆除”临时支座；

When N ≥ 5 , the demolishment of temporary supports should be based on the principle of " interval ends " .

简要介绍了PC轨道梁的支座、伸缩指形板及梁内或梁上预埋件的设置。

At the same time , the article introduce concisely the setting of bearings , extension finger plate and the pre buried elements in the beam .

得出对RB支座，由剪切和弯曲产生的竖向变形随剪切应变增加而增大较快；

The vertical deformation of rubber isolator due to shear and bending is increased with shear stain rapidly .

将叠层橡胶支座和R／C柱的串联机构作为隔震系统的做法在实际工程中已有应用，但至今尚无规范化的设计计算方法。

The serial isolation system consisting of laminated rubber bearing and R / C column has been applied in practical building , but without the corresponding codes for calculation and design yet .

FRP板的搭接长度、试件对中偏位、FRP板与混凝土块的宽度比等因素对粘结强度有显著影响，支座高度变化也有一定影响；

The bond length , loading offset and FRP-to-concrete width ratio have significant effects on bond strength while the support height also has certain effect ;

将铅芯橡胶隔震支座应用于LNG储罐减震中，对其减震效果进行了研究。

The lead rubber bearing system is applied to reduce the earthquake response of LNG storage tank , and the effectiveness of the system is investigated .

200t公路桥梁盆式橡胶支座的研制

Preparation of Basin - shaped Rubber Support Seat in Bridge of Highway

本文主要对CFRP加固后，连续梁调幅能力、支座配筋率对加固效果影响、二次受力等几个因素可能对连续梁承载力产生的影响做了定性分析。

This article qualitatively analyses several possible effects to the carrying load , in the capacity of moment adjustment with CFRP reinforcement , the support reinforcement rate and two-way loading .

介绍超高分子量聚乙烯（UHMWPE）和聚四氟乙烯（PTFE）两款桥梁支座滑块的制备方法，并对滑块的性能进行了研究。

The preparation methods of two kinds of sliding blocks made from ultra high molecular weight polyethylene ( UHMWPE ) composite and pure polytetrafluorethylene ( PTFE ) powder were introduced respectively .

介绍了某型舰上A型、B型和C型雷达的天线基座与桅杆支座的联接方式，对螺栓联接的受力情况及其强度作了分析，提出结构设计中需要考虑的一些问题。

The connection modes of antenna pedestal of A-type , B-type and C-type radar on ship with mast support are introduced in this paper . The stress and strength of bolt connection are analysed , and some problems which must be considered in structure design are raised .

研究了风荷载、温度荷载、支座不均匀沉降作用下的LTG桥的受力性能。

The mechanics characteristics of the bridge under wind loads , temperature loads and non uniform settlements of supports were researched .

在此基础上，给出了支座刚度的下限临界值，从而为HVES支座的工程设计提供了依据。

This provides a foundation for the practical design of support of HVES .

隔震设计中铅芯橡胶支座（LRB）屈服前刚度取值的研究铅芯橡胶支座隔震桥梁横向地震反应分析

Study on setting of initial shear stiffness of LRB in seismic-isolation design The Seismic Response of LRB Isolation Bridges under Transverse Earthquake

在深入分析缓冲运输包装基本理论基础上，并将研制的ERF阻尼器用于缓冲隔振支座的设计中，可实现有效的振动控制，使产品在运输过程中不会由于振动冲击而损坏。

It is extremely useful for vibration and shock control in Transportation Cushioning Package . In this paper , ERF cushioning isolation base is given and analyzed .

推导了LRB隔震结构多点激励运动方程，并运用随机等价线性化方法以计入铅芯橡胶支座（LRB）的滞回非线性性能。

Equation of motion of LRB structures to multiple excitations is derived , the stochastic equivalent linearization method is used to ( linearize ) the equation of motion .

跨座式单轨交通系统是日本和欧美等发达国家在20世纪60年代提出的一种先导城市交通形式，但在PC轨道梁铸钢支座锚固螺杆健康在线监测方面的技术开发却至今未见大量报道。

As one of forerunner urban traffic systems , straddle-type monorail traffic system was presented in Japanese and the occident in 1960s . But publications about technical development on monitoring on-line the health of anchor screws in the cast steel pedestal for prestressed concrete track girder can not be found .

基于柔性杆件的有限段模型，利用Lagrange方程建立了包含刚性支座的双连杆柔性机械臂的刚、柔混合多体系统动力学模型并完成了系统的动力学仿真。

A hybrid multi-body system composed of two flexible manipulators and rigid pedestals is considered in this paper . The dynamical model of the system is established based on Lagrange principle using Finite Segment Method ( FSM ) and numerical simulation is performed .

利用Moors－Penrose道理论，得到了平面刚架结构支座变化的显式公式，可用于结构分析。

In this paper , formulations of support variations for the plane frame structures are presented by using Moors-Penrose inverse theory . This method can be used in analysis of structures .

本文还进一步探明了在形状系数较低时（S8）支座的设计应力应随形状系数进行调整的合理性。

From the above point , further illustrate the reason that the pad design limit stress should be adjusted with its shape factor when the shape factor is lower ( S8 ) .

在考虑支座变形的条件下.建立了液压粘弹性控制系统（HVES）与受控结构所组成的控制体系的运动方程；

In this paper , the equation of motion of a control system composed of HVES and controlled structure is developed taking the support deformation into account .

在屋顶花园作为TMD的构造措施上，提出用橡胶弹簧和叠层钢板橡胶支座作为TMD的支撑系统。并详细介绍了种植物、种植土及防水、排水等构造措施。

About the structure measures of roof gardens as TMD , conferring to use rubber springs and overlap sheet steel rubber abutments as TMD 's support system , introduces constructure measures in detailed about plant things , plants the soil and waterproof , drain off water etc.

以运动约束原理为基础，讨论平面连杆机构轨迹发生器高阶综合的一种新方法，并给出全铰链三支座Stephenson型六杆机构的综合实例。

Based upon the kinematic constraint theory , this paper studies a new higher-order synthesis method of the path generator for plane linkages , and gives synthesis examples of lhe Stephenson 's six-bar mechanism for the generation of path .